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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-Finance | ₹1.9 Cr | L1 | Accepted-Finance 1st Lowest |
| 2 | L2₹1.9 CrRejected-Finance CHANDAULI | UTTAR PRADESH | 221009 | ₹1.9 Cr | L2 | Rejected-Finance 2nd Lowest |
| 3 | Rejected-Technical ALAMPUR FATEHPUR JANPAD ALIGARH | ALIGARH | UTTAR PRADESH | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | ARVIND KUMAR SINGH L2 | M/S Ravindra Pratap Singh L1 |
|---|---|---|---|---|---|
| 1.00 | Earth Work in excavation of foundation in Lining, kulaba & box culvert all type of soil incluiding all lead, lift T&P etc complete. As per direction of Engineer in charge. | 3,145.24 | Cum | 96 ₹3.0 L | 93.49 ₹2.9 L |
| 2.00 | Earth Work in correcting internal section of Vishunpur dy. from km 0.000 to km 13.600 by hydraulic excavator (poclain/JCB) with side slop cutting at required slop including all lead & lift in all type of soil with proper disposal , compaction & dressing of bank and daula. As per direction of Engineer in charge. | 19,722 | Cum | 60.48 ₹11.9 L | 58.9 ₹11.6 L |
| 3.00 | Earth Work in Restoration of Daula of Vishunpur dy. From km. 0.000 to 13.600 with manual compaction and dressing i/c lift and total lead up to up to 360 m. by manual & donkey etc. proper completion of work. As per direction of engineer in charge. | 6,375 | Cum | 114.24 ₹7.3 L | 111.25 ₹7.1 L |
| 4.00 | Laying Plain Cement Concrete in 1:3:6 with upto 40 mm size crushed stone ballast & Coarse sand having F.M. not less than 2.0 in Lining & kulaba including all cost of labour,materials,T&P etc. compaction required for proper completion of work. As per direction of Engineer in charge. | 207.87 | Cum | 6,148.55 ₹12.8 L | 5,987.79 ₹12.4 L |
| 5.00 | 1st class B/W in 1:4 C.M.Coarse sand having F.M. not less than 2.0 , in lining,kulaba & vrb including all cost of labour,materials,T&P etc.required for proper completion of work. As per direction of Engineer in charge. | 392.14 | Cum | 5,843 ₹22.9 L | 5,690.23 ₹22.3 L |
| 6.00 | Laying Plain Cement Concrete in 1:2:4 with 4.75 to 10 mm size crushed stone ballast & Coarse sand having F.M. not less than 2,in kulaba including all cost of labour,materials,T&P etc. compaction required for proper completion of work. As per direction of Engineer in charge. | 57.16 | Cum | 6,767.16 ₹3.9 L | 6,590.22 ₹3.8 L |
| 7.00 | Plain Cement Concrete in M15 (1:2:4) Grade of Concrete with Cement, Coarse Sand & crushed stone grite (With maximum size of 20 mm) in lining & box including cost of all materials, labour and T&P with proper completion of work. As per direction of Engineer in charge. | 48.82 | Cum | 7,039.74 ₹3.4 L | 6,855.68 ₹3.3 L |
| 8.00 | Providing Laying and fixing of non pressure NP2 class (light duty) R.C.C. pipe (100 mm dia) with collar joints with stiff mixture of cement mortar in proportion of 1:2 (1cement:2fine sand) in kulaba incluiding testing of joints,materials and T&P etc. complete. including all cost of material,labour T&P etc. complete. As per direction of Engineer in charge. | 432 | RM | 509.23 ₹2.2 L | 449.92 ₹1.9 L |
| 9.00 | 12 mm thick Plastering work in 1:4 CM. In kulaba including all cost of labour,materials, T&P etc. required for proper completion of work. As per direction of Engineer in charge. | 983.05 | Sqm | 190.3 ₹1.9 L | 185.33 ₹1.8 L |
| 10.00 | Cement pointing 1:2 (struck deep ) C.M. in kulaba & vrb including all cost of labour,materials,T&P etc. required for proper completion of work. As per direction of Engineer in charge. | 343.39 | Sqm | 132.74 ₹45,581.59 | 129.27 ₹44,390.03 |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
22 May 2026, 2:00 pmClosed
Superintending Engineer
S.E. 18th Circle Irrigation Works Govindpur, Prayagraj
Construction and restoration work of pucca works from Km 0.000 to Km 13.600 of Vishunpur Rajwaha in District Pratapgarh (Lot-2)
2026_UPIDC_1148511_2
01/S.E./2026-27
Open Tender
Civil Works - Canal
S.E. 18th Circle Irrigation Works Prayagraj
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,375
₹4.0 L
Prayagraj
24 Jun 2026
15 May 2026
22 May 2026
15 May 2026
22 May 2026
15 May 2026
16 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth Work in excavation of foundation in Lining, kulaba & box culvert all type of soil incluiding all lead, lift T&P etc complete. As per direction of Engineer in charge. | 3,145.24 | Cum | - | - |
| 2 | Earth Work in correcting internal section of Vishunpur dy. from km 0.000 to km 13.600 by hydraulic excavator (poclain/JCB) with side slop cutting at required slop including all lead & lift in all type of soil with proper disposal , compaction & dressing of bank and daula. As per direction of Engineer in charge. | 19,722 | Cum | - | - |
| 3 | Earth Work in Restoration of Daula of Vishunpur dy. From km. 0.000 to 13.600 with manual compaction and dressing i/c lift and total lead up to up to 360 m. by manual & donkey etc. proper completion of work. As per direction of engineer in charge. | 6,375 | Cum | - | - |
| 4 | Laying Plain Cement Concrete in 1:3:6 with upto 40 mm size crushed stone ballast & Coarse sand having F.M. not less than 2.0 in Lining & kulaba including all cost of labour,materials,T&P etc. compaction required for proper completion of work. As per direction of Engineer in charge. | 207.87 | Cum | - | - |
| 5 | 1st class B/W in 1:4 C.M.Coarse sand having F.M. not less than 2.0 , in lining,kulaba & vrb including all cost of labour,materials,T&P etc.required for proper completion of work. As per direction of Engineer in charge. | 392.14 | Cum | - | - |
| 6 | Laying Plain Cement Concrete in 1:2:4 with 4.75 to 10 mm size crushed stone ballast & Coarse sand having F.M. not less than 2,in kulaba including all cost of labour,materials,T&P etc. compaction required for proper completion of work. As per direction of Engineer in charge. | 57.16 | Cum | - | - |
| 7 | Plain Cement Concrete in M15 (1:2:4) Grade of Concrete with Cement, Coarse Sand & crushed stone grite (With maximum size of 20 mm) in lining & box including cost of all materials, labour and T&P with proper completion of work. As per direction of Engineer in charge. | 48.82 | Cum | - | - |
| 8 | Providing Laying and fixing of non pressure NP2 class (light duty) R.C.C. pipe (100 mm dia) with collar joints with stiff mixture of cement mortar in proportion of 1:2 (1cement:2fine sand) in kulaba incluiding testing of joints,materials and T&P etc. complete. including all cost of material,labour T&P etc. complete. As per direction of Engineer in charge. | 432 | RM | - | - |
| 9 | 12 mm thick Plastering work in 1:4 CM. In kulaba including all cost of labour,materials, T&P etc. required for proper completion of work. As per direction of Engineer in charge. | 983.05 | Sqm | - | - |
| 10 | Cement pointing 1:2 (struck deep ) C.M. in kulaba & vrb including all cost of labour,materials,T&P etc. required for proper completion of work. As per direction of Engineer in charge. | 343.39 | Sqm | - | - |
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